24-0322_Alice Pleasant Park Addendum No 1.pdf

3665 JFK Parkway, Bldg. 2, Suite 100 | Fort Collins, CO 80525-3152 | 720-235-7207 www.AyresAssociates.com

Mr. Ryan Dennison

Parks & Recrea+on Director March 22, 2024

City of Craig

300 W 4th Street

Craig CO 81625

(970) 826-2000

RE: Alice Pleasant Park – Addendum No. 1 Narra+ve

The following are descrip+ons of changes to the 100% Construc+on Documents dated 02.12.2024 and reissued as a<ached.

Item No. 1.01

Bidding Schedule: Changes to Units and Approximate Quan++es are indicated in RED on the revised

Bidding Schedule.

Item No. 1.02

Sheet L-100: Replaced two areas of crushers fines paving with cedar wood bark natural mulch to a depth of

4-inches placed over landscape filter fabric.

Item No. 1.03

Sheet L-100: Replace one (1) of the five (5) total Picnic Table model #T2003R – 6’ Rectangular with one (1)

ADA Picnic Table model# T1038R-8’ Rectangular table.

Item No. 1.04

Sheet L-200: Revised Detail #4 as follows - Replace one (1) of the five (5) total Picnic Table model #T2003R

– 6’ Rectangular table, with one (1) ADA Picnic Table model# T1038R-8’ Rectangular table.

BIDDING SCHEDULE – Revised Addendum No1 03/22/2024

City of Craig, CO Alice Pleasant Park

546 Yampa Avenue, Craig, CO Project # 51-0612.00

MEASUREMENT AND PAYMENT

General Requirements:

1. Payment for all work done in compliance with the Contract Documents, including all labor, equipment, materials and performance of operations relative to construction of this project, will be made under the Bid Items list below. Work required by the Contract Documents for which there is not a Bid Item will be considered incidental to the contract and no additional compensation will be allowed.

2. Owner reserves right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work performed, including deduction or cancellation of any one or more Bid Items.

Changes in the Work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in revised quantities of work to be performed, Contractor shall accept payment according to contract unit prices appearing in the original Contract. A supplemental agreement between Contractor and Owner may be requested by either party when cumulative changes a net increase or decrease of more than 20 percent in total contract amount.

3. Final measured quantities determined in field by Contractor at time of construction shall govern over approximate quantities shown on Bid Schedule, unless otherwise noted. Contractor shall take no advantage of any apparent error or omission in Drawings or Specifications, and A/E shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

4. Contractor shall include all associated costs to perform the scope of work as defined in the Contract Documents. The intent of the Bid Schedule is to provide basis of cost comparisons for specific individual unit prices.

BID TOTAL: $__________________

BID SCHEDULE:

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Performance Bond Total Price $_________

Mobilization & (De-mobilization) $________

DIVISION 01 – GENERAL REQUIREMENTS

Item No.

Description

Unit

Approx.

Quantity

Unit Price

Total Price

1 Temporary Facilities and Controls LS 1

2 Temporary Tree and Plant Protection LS 1

DIVISION 01 – GENERAL REQUIREMENTS SUBTOTAL ___________

DIVISION 02 – EXISTING CONDITIONS

Selective Demolition:

Quantity

Unit Price

Total Price

3 Tree Removal EA 3

4 Turf Clear & Grub SF 8800

5 Concrete Paving SF 3150

6 Concrete Curb & Gutter LF 182

7 Power Pedestals & Wiring EA 5

8 Pedestrian Lighting & bases EA 2

9 Asphalt Pavement SF 1890

10 Gravel SF 1250

11 Furnishings LS 1

12 Timber Retaining Wall LS 1

DIVISION 02 – DEMOLITION SUBTOTAL ___________

DIVISION 03 - CONCRETE

Quantity

Unit Price

Total Price

13 6” Concrete Mow Band LF 138

14 5” Depth Concrete Pavement SY 626

15 Concrete Curb & Gutter LF 165

DIVISION 03 – CONCRETE SUBTOTAL ___________

DIVISION 10 – MISCELLANEUOS STRUCTURES

Quantity

Unit Price

Total Price

16 Restroom Building LS 1

17 Shade Shelter LS 1

DIVISION 10 – MISC STRUCTURES SUBTOTAL ___________

DIVISION 26 - ELECTRICAL

Quantity

Unit Price

Total Price

18 Electrical Power Pedestal EA 2

19 Pedestrian Light Pole & Fixture EA 7

DIVISION 26 – ELECTRICAL SUBTOTAL ___________

DIVISION 31 - EARTHWORK

Quantity

Unit Price

Total Price

20 Earthwork (include all required import/export) CY 280

DIVISION 31 – EARTHWORK SUBTOTAL ___________

DIVISION 32 – EXTERIOR IMPROVEMENTS

Quantity

Unit Price

Total Price

21 Hot Mix Asphalt Patch (1ft beyond curb&gutter)

SY 19

22 Automatic Underground Irrigation System LS 1

23 Soil Preparation / Amendment CY 31

24 4-Blend Bluegrass Sod SF 4700

25 Deciduous Tree (2” Cal. B&B) EA 6

26 Evergreen Tree (6’-8’ HT. B&B) EA 6

27 Ornamental Tree (2” Cal. B&B) EA 2

28 Deciduous Shrub (5 Gal. Cont.) EA 19

29 Evergreen Shrub (5 Gal. Cont.) EA 13

30 Ornamental Grass (5 Gal. Cont.) EA 22

31 Rock Mulch (1-1/2” minus angular granite) TN 38

32 Landscape Weed-Barrier Fabric SF 3000

33 Landscape Boulders – Type 1 EA 6

34 Landscape Boulders – Type 2 EA 11

35 Stabilized Crusher Fines Paving SF 1000

36 Bicycle Rack EA 3

37 Trash Receptacle EA 2

38 Picnic Table EA 4

39 ADA Picnic Table EA 1

40 Radius Bench EA 3

41 Wood Mulch SF 710

DIVISION 32 – EXTERIOR IMPROVEMENTS SUBTOTAL ___________

Total Bid Amount, Items _1___ thru __41__, shall be _________________________________________ _______________________________________________________ Dollars ($ __________________ )

EM

GM

WMBFP

SITE NOTES

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

2. PRIOR TO EXCAVATION, UNDERGROUND UTILITIES MUST BE FIELD VERIFIED.

3. SEE CIVIL FOR ADDITIONAL CONTROL POINTS, MONUMENTS, BENCHMARKS, AND

HORIZONTAL CONTROL.

4. ALL CONTROL JOINTS SHALL BE SAWCUT AND SPACED AS INDICATED ON THE PLANS

AND DETAILS, EXPANSION JOINTS SHALL BE PLACED AS INDICATED ON THE

DRAWINGS AND DETAILS OR EVERY 60' ALONG CONCRETE PAVING. CONTRACTOR

SHALL LAYOUT ALL CONTROL JOINTS AND EXPANSION JOINTS IN THE FIELD FOR

APPROVAL BY THE LANDSCAPE ARCHITECT.

5. INSTALL 1/2'' EXPANSION JOINT MATERIAL AT ALL VERTICAL INTERSECTIONS

BETWEEN NEW AND EXISTING CONCRETE AND BETWEEN NEW CONCRETE AND

BUILDINGS, WALLS OR CURBS, UTILITY AND OTHER FIXED STRUCTURES.

6. LAYOUT WALKS AND SCORE JOINTS PER PLANS, DETAILS & SPECIFICATIONS. DO NOT

DEVIATE FROM PLANS UNLESS SPECIFIC APPROVAL IS OBTAINED FROM THE

LANDSCAPE ARCHITECT.

7. ALL SITE IMPROVEMENTS MUST BE FIELD SURVEYED AND STAKED BY

CONTRACTOR. LANDSCAPE ARCHITECT SHALL APPROVE STAKED LOCATION OF

IMPROVEMENTS PRIOR TO INSTALLATION.

8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL STAKING BY CONTRACTOR OF ALL

CONCRETE PAVING, AND CURBS PRIOR TO CONSTRUCTION AND ALL FORM WORK

PRIOR TO POURING.

9. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE CONTRACTOR

PRIOR TO CONSTRUCTION, AS NECESSARY. LANDSCAPE ARCHITECT WILL PROVIDE

DIGITAL FILES OF THE SITE PLAN IN AUTOCAD. ALLOW 72 HOURS AFTER REQUEST

FOR DELIVERY OF FILES.

10. CONTRACTOR SHALL UTILIZE BENCH MARK PROVIDED BY ORIGINAL SITE SURVEY

FOR ALL LAYOUT.

0 10 20

NORTH

L-100

SITE PLAN

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Designed By:

Checked By:

REVISIONS

Project Number:

Set Type:

Issue Date:

100% CONSTRUCTION

DOCUMENTS

02.12.2024

51-0612.00

#1 3/21/24 ADDENDUM #1

3665 JFK PARKWAY, BLDG. 2, SUITE 100

FORT COLLINS, CO 80525

SITE PLAN1

STABILIZED CRUSHER FINES, TYP.

RE: 8/L-400

CONCRETE MOWBAND, TYP.

RE: 1/L-200

CONCRETE PAVEMENT, TYP.

CURVED BENCH, TYP.

RE: 3/L-200

EXISTING TREE TO REMAIN, RE:

TREE PROTECTION DETAIL, TYP.

PAVEMENT MARKING

4" WHITE, TYP.

ADA PARKING SIGN, TYP.

DETECTABLE WARNING PLATES, TYP.

RE: 4/L-202

HANDICAP PAVEMENT

MARKING, TYP.

BOULDER TYPE 1, TYP.

ELECTRICAL PEDESTAL,

RE: ELECTRICAL, TYP.

24" CONCRETE CURB AND

GUTTER, TYP.

PATCH BACK ASPHALT TO BE

FLUSH WITH NEW GUTTER, TYP.

ADA PICNIC TABLE QTY-1

RE: 4/L-200

PEDESTRIAN LIGHT, TYP.

RE: ELECTRICAL

BOULDER TYPE 2, TYP.

RE: 7/L-400

RELOCATED MEMORIAL BENCH, TYP.

EXISTING FENCE TO REMAIN, PROTECT IN PLACE

RESTROOMBUILDING

RE: L-203 / CIVIL / ELEC

SHADE SHELTER

12' X 18', RE: L-204

ELECTRICAL PEDESTAL,

RE: ELECTRICAL, TYP.

EXISTING TREE TO REMAIN, RE:

TREE PROTECTION DETAIL, TYP.

EX

IS

TI

N

G A

LL

EY

FUTURE INTERPRETIVE

SIGNAGE (NIC)

CS

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IRRIGATED

SOD, TYP.

IRRIGATED

SOD, TYP.

EXISTING ASPHALT

PARKING LOT

BICYCLE RACK, TYP.

RE: 5/L-200

BOULDER TYPE 1, TYP.

RE: 6/L-400

SCALE: 1"=10'-0"

4'-0"

2'-6"

2'-0"

9'-0" TYP.

'-0

" T

YP

PLANTING AREA, TYP.

PLANTING AREA WITH DRIP

IRRIGATION, TYP.

PLANTING AREA, TYP.

DIRECTIONAL ARROW (MUTCD)

STANDARD, CONTRACTOR TO

PROVIDE SHOP DRAWINGS FOR

OWNER APPROVAL

YA

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PA

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BOULDER TYPE 1, TYP.

IRRIGATED SOD, TYP.

MATCH EXISTING LINE & GRADE

RE: C-300

MATCH EXISTING LINE & GRADE

RE: C-300

MATCH EXISTING LINE & GRADE, TYP.

RE: C-300

MATCH EXISTING LINE & GRADE, TYP.

RE: C-300

MATCH EXISTING LINE & GRADE, TYP.

RE: C-300

EXISTING IRRIGATION BFP / WATER

METERS & POC FOR NEW IRRIGATION

SYSTEM.

PROVIDE NEW IRRIGATION

CONTROLLER, PEDESTAL CABINET

AND CONCRETE BASE, RE: L-401 &

SPECIFICATIONS

LEGEND

STANDARD GRAY CONCRETE PAVING

STABILIZED CRUSHER FINES PAVING

PLANTING AREA WITH DRIP IRRIGATION

BOULDER - TYPE 1

BOULDER - TYPE 2

PEDESTRIAN LIGHT

PICNIC TABLE

CURVED BENCH SEATING

BICYCLE RACKS

EXISTING TREE TO REMAIN

LITTER RECEPTACLE, TYP.

RE: 2/L-200

4 INCH DEPTH CEDAR WOOD MULCH

OVER LANDSCAPE FABRIC

ADA PICNIC TABLE

LITTER RECEPTACLE, TYP.

RE: 2/L-200

PICNIC TABLE QTY-4

RE: 4/L-200

CEDAR WOOD MULCH, TYP.

L-200

SITE DETAILS

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Designed By:

Checked By:

REVISIONS

Project Number:

Set Type:

Issue Date:

100% CONSTRUCTION

DOCUMENTS

02.12.2024

51-0612.00

#1 3/21/24 ADDENDUM #1

3665 JFK PARKWAY, BLDG. 2, SUITE 100

FORT COLLINS, CO 80525

SHRUB SIDE LAWN SIDE

FINISHED GRADE.

2" TOOLED EDGE

#3 REBAR CONT. CENTERED.

LAP 24" AT JOINTS.

COMPACTED SUBGRADE.

C.I.P CONCRETE, 3000 PSI.

2"

2"

6"

1"

6" CONCRETE MOW BAND

3" 1'-0"

NOTES:

1. PROVIDE CONTROL JOINTS AT 10' O.C.

2. TOP OF CONCRETE MOW BAND TO BE

FLUSH WITH ADJACENT CONCRETE

PAVING

3. CONTRACTOR TO LAYOUT MOW BAND

ALIGNMENTS WITH MARKING PAINT FOR

APPROVAL BY OWNER OR LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION

P-2022-ALI-SITE-0�

ANOVA 'LEX33' TRASH

RECEPTACLE, SEE PLAN

FOR LOCATIONS

LITTER/RECYCLING RECEPTACLE

3/4" 1'-0"

CONCRETE PAVING,

SEE PLAN

6" MIN

SEE PLAN

ADJACENT MATERIAL, SEE PLAN

P-2022-ALI-FURN-69

BENCH

NTS

6" MIN., TYP.

CONCRETE PAVING, TYP.

NOTE:

SEE PLAN FOR

ADJACENT MATERIALS

ANOVA 'INF24C1290R' BENCH, SEE SPEC

AND PLAN FOR LOCATIONS

P-2022-ALI-FURN-20

PICNIC TABLE SECTION

NTS

CRUSHER FINES

SURFACING, TYP.

5'-4 3/4"

2' -9

/2

1' -8

P-2022-ALI-FURN-�0

SURFACE MOUNT VIEW

R17.94

35.88

32.25

5.50

.25

7.75

19.27

4.00

4.25

Ø.50

2.38

24.77

BICYCLE RACK

3/4" 1'-0"

P-2022-ALI-FURN-08

MANUFACTURER: ANOVA FURNISHINGS

MODEL: LEX33 - EXPOSITION 33 GAL SIDE DOOR

COLOR: COLOR TO BE SELECTED BY OWNER FROM

MANUFACTURER'S STANDARD FINISHES.

IMAGE SHOWN FOR REFERENCE ONLY

IMAGE SHOWN FOR REFERENCE ONLY

IMAGE SHOWN FOR

REFERENCE ONLY -

#T2003R

IMAGE SHOWN FOR REFERENCE ONLY

MANUFACTURER: ANOVA FURNISHINGS

MODEL: INF24C1290R - INFINITY 2' CURVED BENCH

RECYCLED PLASTIC PLANKS ON STEEL FRAME

COLOR: COLOR TO BE SELECTED BY OWNER FROM

MANUFACTURER'S STANDARD FINISHES.

MANUFACTURER: ANOVA FURNISHINGS

MODEL: T2003R - 6' RECTANGULAR

PICNIC TABLE

RECYCLED PLASTIC PLANKS ON STEEL

FRAME

PORTABLE. QTY-4

ADA MODEL: T1038R - 8' RECTANGULAR

RECYCLED PLASTIC ADA PICNIC TABLE.

QTY-1

COLOR: COLOR TO BE SELECTED BY

OWNER FROM MANUFACTURER'S

STANDARD FINISHES.

MANUFACTURER: ANOVA FURNISHINGS

MODEL: CIRCLEPVC - TANDEM FUSION ADVANTAGE

BIKE RACK, SURFACE MOUNT

COLOR: COLOR TO BE SELECTED BY OWNER FROM

MANUFACTURER'S STANDARD FINISHES.

CS

DL

IMAGE SHOWN FOR

REFERENCE ONLY -

#T1038R